HomeMy WebLinkAbout005 C401.pdf7 .....
_77
4
_7L
wee-
T-7.011IR-EIIIIIIIIIIIIIIIIN p
gg
I Fw_�
.01
K-N-li All
lot�1[7
I rm
11-0 1 RO 5 1 VNEWMAI 01
- 14
!@K
n
_Ott Ns , "MMOMMMIAM 11 1
rl� lie 9
kN N�� I
Valli
0 a LIE=
-or
i Pill 11,11111 *logo
ii spr-4WYOVE unw1wrill -
vp
Will'
�11 -
Cl
DEP_*- -d-i.�,
7 BbfT6M"W1DTH=3' STON CLASS 8
E
!IN1 T
DS EMPORARY AND
2 a,
. .... �-I D E PERMAN�NT
OPE-S 1 B EN
DITCHES
. . . . ....... ,'TOP,` WIDTH=13'
EROSION CONTROL STONE
"DE
0 % ---BE
DIVERSiO0 OW CHANNELS SHALL
PTH=2.5'
IN L�ty VYI I", A MINIMU�A lo mmuluz,. klTrq
OUTLET STABILIZATION
§Dt SLOPES= 2: 1
W/FILTER FABRIC
01-
LENGTH La=10' TOP OF
_10 .... ..... ..... . ...
1,
IV , 6" STEEL PIPE=862.48
.. ..........
WIDTH Wl==4, W2=8'
,,.,,DEPTH d=1.5' GROUND=865.5,
"0411 . .....
.. ...... ...
'STONE 6"-9" CLASS B
/00 -703,437.4710, E: 1,335,969.686
N.
EROSION,
.... . ..... . ...
-CONTROL STONE
.... . .. ... . .... . ..... . .....
OU ...... ... . 2. TOP OF 3" STEEL PIPE==863.13
'tLET STABILIZATION, RIPRAP
KEYNOTES SHALL NOT BE PLACED ON GROUND=866.2
GENERAL ROOF DRAINAGE NOTES SEE C402 FOR GENERAL STORM DRAINAGE AND GRADING NOTES APRONS
FILL MATERIAl AND SHOULD. EXTEND N- 703,447-8420, E: 1,335,975.8130
1. ROOP DRAIN EXTENSIONS AND STORM DRAINAGE PIPING SHALL BE CONSTRUCTED AND INSTALLED 1. DOWNSPOUT LEADERS OUTLET TO CURB. REDUCE 4"
IN ACCCRDANCE WITH THESE PLANS AND THE 2012 NORTH CAROLINA PLUMBING CODE. LEADER TO 3" AT BACK OF CURB. FORM CONCRETE CURB STORM DRAINAGE PIPE SCHEDULE TO A STABLE SE-GTION...-OF TH
CHANNEL OR OUTFALL"'AIR"E"A'"
REINFORCE LENGTH DIAMETER, INVERT IN INVERT OUT PIPE REQUIRED PIPE
I DE-;
2. CONTRACTOR SHALL COORDINATE LOCATION OF ROOF DRAIN DOWNSPOUT ADAPTERS, LEADERS AROUND 3" PIPE OUTLET OR CORE -DRILL. PIPE NO. THAT THE-, APRON HAS ZER 3. TOP OF 6" STEEL PIPE=865.39
REQUIRED TO PREVENT CRACKING ELEVATION ELEVATION SLOPE TYPE
AND OTHER SITE FEATURES NTH DOWNSPOUT LOCATIONS SHOWN ON THE ARCHITECTURAL CURB AROUND PIPE AS
C-ROUND=868.6
OVER PIPE.
BUILDING ELEVATIONS. (FEET) 2NCH) (FEET) (FEET)
N: 703,449.166, E. 1,336,017.998
3. CONTRACTOR SHALL SUBMIT PRODUCT DATA, SHOP DRAWINGS, SAMPLES UPON REQUEST AND 2. COMMERCIAL GRADE SPLASH BLOCK (TYP.) S D-1 76 24 870.00 862.29 10,14 ID/O RCP (HDPE opiloNAL)
ANY SUBSTITUTIONS TO THE ARCHITECT AND ENGINEER FOR APPROVAL PRIOR TO CONSTRUCTION. 3. DOWNSPOUTS DISCHARGE TO PAVEMENT
4. CONTRACTOR SHALL INSTALL ROOF DRAIN SYSTEM MAINTAINING POSITIVE FLOW W/MINIMUM SLOPE 4. EZ FLOW WITH 3" PERFORATED CORRUGATED PIPE. NDS EZ S D-2 106_____ 24 __862.09 . . .... 860�� 50--__ 1,50% RCP LEGEND
OF FLOW EZ-0701F DRAINAGE SYSTEM. INSTALL IN PLANTER SD-3 18 18 862,25 862.07 1"00% RCP 4. TOP OF 3" STEEL PIPE=865.33
TIONAL)
5. DOWTTSPOUT ADAPTERS SHALL BE PIEDMONT PIPE DOWNSPOUT ADAPTER MODEL # 35-26-S OR BEDS UNDER ROOF OVERHANG TO ALLOW STORMWATER TO 1
.75 1.00% RCP �HDPE OP-,--- EXISTING CONTOUR GROUND==868.3
APPROVED EQUAL. ADAPTERS SHALL BE SIZED AND FINISHED TO MATCH OVERSIZED (3X5) INFILTRATE SOIL FOR PLANT IRRIGATION. FITTINGS MUST
SID-5 100 861 � 25 860-75 0,60% IRGP N: 703,456-598, E: 1,336,015.228
DOWNSPOUT SPECIFIED ON ARCHITECTURAL PLANS. HORIZONTAL LEADER ADAPTER SHALL BE 4 ALLOW FOR DEPTH TO THE CENTER OF THE PIPE TO BE 'r. 1 11 1111 ''1 - -, 111111 - 11., "' ' "" I __.111111___, 11 1 1 -1-11, 111.1r - I I - 1 1 11 1", 1 1 PROPOSED CONTOUR 1000
S D-6 18 856A0 856-10 0.83% HIDPE
SCH 40 PVC U.N.O. INSTALL PER MANUFACTURES SPECIFICATIONS AND REQUIREMENTS. MAINTAINED AT 8" IN PLANTER BED. SEE ARCHITECTURAL I PROPOSED PERM. DIVERSION DITCH 4- PD PD 4- PD PD
6. COMMERCIAL GRADE SPLASH BLOCKS SHALL BE USED WHERE ROOF DRAIN LEADER PIPING IS NOT PLAN FOR ELEVATION SECTION. ALL OUTLETS SHALL HAVE CONCRETE FLARED END SECTIONS - MCDOT STD. 310 Of PROPOSED DISTURBED LIMITS BENCHMARK:
INDICATED ON THE PLAN. 5. EZ FLOW WITH 6" PERFORATED CORRUGATED PIPE. NDS EZ HDPE S14ALL BE ADS N-12 OR EQUAL AND BE APPROVED BY ENGINEER PRIOR TO INSTALLA TION
7. ROOF DRAIN LEADER PIPING/EXTENSIONS SHALL BE SMOOTH WALL SCHEDULE 40 PVC, ADS N-12 FLOW EZ-1501F DRAINAGE SYSTEM. INSTALL IN HEADER PROPOSED STORM DRAIN LINE
PIPE OR APPROVED EQUAL. ROOF DRAIN EXTENSIONS FROM DOWNSPOUTS SHALL BE 4" U.N.O. LINE FOR INFILTRATION. CATCH BASIN & STORM DRAINAGE STRUCTURE SCHEDULE PROPOSED ROOF DRAIN HEADER 5. CHISELED SQUARE ON TOP
ALL ROOF DRAIN HEADER PIPE CONNECTING ONE OR MORE DOWNSPOUTS SHALL BE 6" 0 SMOOTH 6. 6" SCHEDULE 40 PVC ROOF DRAIN HEADER OF CONCRETE LIGHT POLE BASE
INTERIOR WALL SCHEDULE 40 PVC, ADS N-12 PIPE OR APPROVED EQUAL U.N.O. ON THE PLAN. 7. 6" NDS POP-UP EMITTER WITH ELBOW AND PIPE ADAPTER STRUCTURENO. STRUCTURE TYPE TOP INVERT IN MVERT OUT STRUCTURETYPE DIRECTION OF OVERLAND FLOW ELEVATION- 880.19
9. PVC PIPING SHALL USE SOLVENT WELD FITTINGS. 8. NDS 12"x12" ATRIUM GRATE NTH 12" CATCH BASIN AND OF GRATE ELEVATION ELEVATION
10 PERPENDICULAR PIPE INTERSECTIONS SHALL BE CONNECTED USING 45 DEGREE WYE(S)/ELBOW(S) ASSOCIATED ADAPTER S/COMPONENT PARTS. ELEVATION 66.35
I PROPOSED SPOT ELEVA11ON
U)
11i`_4
AV %
9 1
All
0
a CNJ c\I
uj b
0 I-_ M.
) = N E
co 0
+ ui > 6
z
CA
Uj > CO "i
CO Nt 0
Lu CO 0
co I
cy) co
ort 0
I- < cy) (y)
0 4 "ot
F - u-
I- A
E
2 911 1 1
j
So 101910.
HAROLD J. MAR
CONSULTING ENGINEER
4124 WANDERING LN. N.E.
HICKORY, NIT 28601
PHONE (82g) 320-3367
0
Q
La
ui
0
C-)
z
w
U-i
a_
0
z
0
(n
IL_
p
PROJECT PHASE:
Permit Drawings
. INS7,EAD OF TEES OR 90 DEGREE ELBOWS. 9. NDS 18",x18" CAST IRON SQUARE GRATE NTH 18 CATCH t .(FEET) _j (FEET) (FEET) LOCATIONS S VEYEL) Y Mt �:)U VL1 PROJECT #: DATE:
111. INSTALL CLEAN -OUTS AT BEGINNING OF HEADER LINES, PER PLAN AND AS REQUIRED BY BASIN AND ASSOCIATED ADAPTERS/COMPONENT PARTS.
RCHWA REINFORCED CONCRETE HEADWALL 870-00 PRECAST OR NCDOT STANDARD ROCK CHECK DAM WITH A WEIR COMPANY, INC. ON MAY 10, 2012.
..... .......
.. ...... .. . . ....... . .......
REINFORCED CONCRETE LID
862�09
PLUMBING CODE. 10. CLEANOUT (TYP.) 00. W
is-1 CONCRETE JUNCTION BOX WITH MANHOLE ^01 20'A2.07
12. ROOF DRAIN LEADERS SHALL NOT BE PERFORATED UNDER CONCRETE SLABS OR PAVING. 11. 8" SCHEDULE 40 PVC ROOF DRAIN HEADER AND
0 0911 0 004,
FES-1 FLARED END SECTION 86D. 50 NCDOT STD. 310-01 OR EQUAL
13. pvC ROOF/STORM DRAIN PIPING SHALL BE SCHEDULE 80 PVC UNDER TRAFFIC BEARING SLABS. INFILTRATION TRENCH
86Z25
NCDOT TYPE "B"
14. FOR INSTALLATION AND COVER REQUIREMENTS SEE DETAIL SHEET. 12. 10" SCHEDULE 40 PVC ROOF DRAIN HEADER AND CRE-1 CURB INLET WrTH FRAME AND GRATE WIH006-'8,85-5-0
SHEET NUMBER:
S INFILTRATION TRENCH C13-2 CURB INLET WITH FRAME AND GRATE WIHOOD 865-50 862.07 861.87 NCDOT TYPE "8'
STOP - CAUTIONY!
15. CONTRACTORS MUST COORDINATE ALL DRAINAGE STRUCTURE GRATES AND TOP ELEVATION 861.75 NCDOT STD. 3%01 OR EQUAL
SHOWN WITH ACTUAL FIELD COND11IONS TO INSURE THAT GRATES AND TOPS ARE FLUSH WITH FES-2 FLARED END SECTION
LL -.25 PRECASTORN T STANDARD BEFORE YOU DIG CALL 811
------ T C01V 7RA 7'GR �5 RESPONSIBIL ff A Ak
FINISHED GRADE. - 860�75 NCOOT STD. 310.01 OR EQUAL 17 HALL BE HE
16. THE ENTIRE SITE WITHIN THE LIMIT OF CONSTRUCTION SHALL BE GRADED TO DRAIN FREELY. ALL ES-3 FLARED END SECTION OR 1-800-632-4949 TO CON TA C T THE C1 WL 6 VGINEER TO INSURE THA T
UNPAVED AREAS DISTURBED BY CONSTRUCTION SHALL 13E GRADED FOR POSITIVE FLOW. YARD INLET, COVER, FRAME TNbd§.k�__T_8&,7�' �50 856,40 SEE BIORETENTION PLAN IN POSSESSION OF THE U057
....... AT LEAST 48 HOURS PRIOR ALL PAR77ES ARL
FLARED END SECTION NCDOT STD. 310-01 OR EQUAL
TO CONSTRUCTION CURRENT SET OF CONS7RUCTION DOCUMLNIS,
HO AND YARD INLETS SHALL BE CAST WITH MESSAGE - ODONT DUMP - DRAINS TO STREAMS" ORAPPROVED EQUAL 6F-f IORE CONS 7RUC 77ON CORMENCf -S.
ALL STRUCTURES MUSTSE APPROVED BY EXG#VEER PRIOR TO INSTALLATION, CA TCH BASINS SHALL BE TRAFFIC BEARING U.N.O. 04ullt*4 One -Call Center